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For the given loads F1=42 KN, F2=48 KN, F3=45 KN, F4=32 KN (Assume internal forces are in tension) 1- Magnitude of reaction at K is (KN) :(a. 151 - b. 226.5 - c. 302 - d. 377.5 - e. 453 )  2- internal force in member JH (KN) :(a. -327 - b. -218 - c. -436 - d. -545 - e. -654)  3- internal force in member IH (KN) : (a. -204.600222 - b. -136.400148 - c. -272.800296 - d. -341.00037 - e. -409.200444 )

For the given loads F1=42 KN, F2=48 KN, F3=45 KN, F4=32 KN (Assume internal forces are in tension) 1- Magnitude of reaction at K is (KN) :(a. 151 - b. 226.5 - c. 302 - d. 377.5 - e. 453 )  2- internal force in member JH (KN) :(a. -327 - b. -218 - c. -436 - d. -545 - e. -654)  3- internal force in member IH (KN) : (a. -204.600222 - b. -136.400148 - c. -272.800296 - d. -341.00037 - e. -409.200444 )

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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For the given loads F1=42 KN, F2=48 KN, F3=45 KN, F4=32 KN (Assume internal forces are in tension)

1- Magnitude of reaction at K is (KN) :(a. 151 - b. 226.5 - c. 302 - d. 377.5 - e. 453 ) 

2- internal force in member JH (KN) :(a. -327 - b. -218 - c. -436 - d. -545 - e. -654) 

3- internal force in member IH (KN) : (a. -204.600222 - b. -136.400148 - c. -272.800296 - d. -341.00037 - e. -409.200444 ) 

4- Magnitude of reaction at A is (KN) 

5- internal force in member IK (KN) is 

6-  internal force in member GF (KN)

F1 F2 F3 F4 F3 F2 0.8 m 0.8 m 0.8 m 0.8 m 0.8 m 0.8 m Bo AQ D C E G F H J I F1 LA 0.4 m OKT
Transcribed Image Text:F1 F2 F3 F4 F3 F2 0.8 m 0.8 m 0.8 m 0.8 m 0.8 m 0.8 m Bo AQ D C E G F H J I F1 LA 0.4 m OKT
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